Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:35:08 Output file : C:\Temp\DAM2\50-059_Harenberg.sto Input file : C:\Temp\DAM2\50-059_Harenberg.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 50: ZUTPHEN, MHW16050 : Dp 59, theoretische waterspanning Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 8 - X - | 0.00 25.00 31.40 33.20 36.40 39.60 8 - Y - | 7.60 7.60 7.80 8.40 9.60 10.80 | 8 - X - | 42.75 43.20 48.60 50.00 60.00 70.00 8 - Y - | 10.80 10.80 8.80 8.60 8.60 8.60 | 7 - X - | 0.00 25.00 31.40 33.20 36.40 40.40 7 - Y - | 7.60 7.60 7.80 8.40 9.60 9.60 | 7 - X - | 43.20 50.00 60.00 70.00 7 - Y - | 8.60 8.60 8.60 8.60 | 6 - X - | 0.00 25.00 31.40 31.40 31.40 33.40 6 - Y - | 7.60 7.60 7.80 7.60 6.80 7.40 | 6 - X - | 36.60 43.20 50.00 60.00 70.00 6 - Y - | 8.60 8.60 8.60 8.60 8.60 | 5 - X - | 0.00 25.00 31.40 31.40 33.40 36.60 5 - Y - | 7.40 7.40 7.60 6.80 7.40 8.60 | 5 - X - | 43.20 50.00 50.20 59.80 60.00 70.00 5 - Y - | 8.60 8.60 8.40 8.40 8.60 8.60 | 4 - X - | 0.00 31.40 50.00 70.00 4 - Y - | 6.80 6.80 7.40 7.40 | 3 - X - | 0.00 43.20 50.00 68.00 70.00 3 - Y - | 5.80 5.80 6.60 5.80 5.80 | 2 - X - | 0.00 43.20 50.00 68.00 70.00 2 - Y - | 5.80 5.80 5.80 5.80 5.80 | 1 - X - | 0.00 70.00 1 - Y - | 0.00 0.00 | 0 - X - | 0.00 70.00 0 - Y - | -2.00 -2.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 37.40 50.00 70.00 1 - Y - | 9.91 9.91 8.58 8.58 | 2 - X - | 0.00 31.40 50.00 70.00 2 - Y - | 9.91 9.60 9.45 9.20 Unit weight of water used for calculation: 9.81 [kN/m3] The groundwater level is determined by PL-line number 1 FORBIDDEN LINES =============== No forbidden lines were input. SOIL PROPERTIES =============== Layer no.| Material name ---------|----------------------------- 8 | 50 klei_dijk 7 | 50 klei_dijk 6 | 50 klei_zandig 5 | 50 zand_dijk_siltig_WL 4 | 50 zand_deklaag 3 | 50 klei_zandig 2 | 50 1e_WVP_WL 1 | 50 Eemformatie Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 8 | 19.10 | 19.90 | 1 | 1 | 7 | 19.10 | 19.90 | 1 | 1 | 6 | 17.70 | 19.00 | 1 | 1 | 5 | 19.50 | 20.00 | 1 | 99 | 4 | 18.00 | 19.00 | 99 | 99 | 3 | 17.70 | 19.00 | 99 | 2 | 2 | 19.00 | 20.00 | 2 | 2 | 1 | 18.00 | 18.00 | 2 | - | Layer | Cohesion| Phi | Cu/Pc | POP | Cu top | Cu bot. | Cu grad.| number | [kN/m2] |[degrees]| [-] | [kN/m2] | [kN/m2] | [kN/m2] |[kN/m2/m]| ---------|---------|---------|---------|---------|---------|---------|---------| 8 | 3.20 | 23.10 | - | - | - | - | - | 7 | 3.20 | 23.10 | - | - | - | - | - | 6 | 0.90 | 22.70 | - | - | - | - | - | 5 | 1.00 | 25.00 | - | - | - | - | - | 4 | 0.00 | 26.00 | - | - | - | - | - | 3 | 0.90 | 22.70 | - | - | - | - | - | 2 | 0.00 | 30.00 | - | - | - | - | - | 1 | 10.00 | 25.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 44.00 [m] X co-ordinate grid right : 50.00 [m] Number of grid points in X - direction : 7 Y co-ordinate grid bottom : 12.00 [m] Y co-ordinate grid top : 18.00 [m] Number of grid points in Y - direction : 7 Y co-ordinate tangent smallest circle : 9.00 [m] Y co-ordinate tangent biggest circle : 6.00 [m] Number of circles per grid point : 7 No fixed points input. Total number of center points in the grid: 49 Total number of slip circles in the grid : 343 LINE LOADS ========== No line loads input. UNIFORM LOAD ============ Uniform |Magnitude| X start | X end | Distrib.| Load | load number | [kN/m] | [m] | [m] | degrees | Type | ------------|---------|---------|---------|---------|-----------| 1 | 13.00 | 40.30 | 42.80 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 8 | 30 7 | 30 6 | 10 5 | 80 4 | 100 3 | 10 2 | 100 1 | 10 GEOTEXTILES =========== No geotextiles were input. EARTHQUAKE ========== No earth quake factors were input. ****************************************************************************** **************** The input has been tested, and is correct. **************** ****************************************************************************** RESULTS OF THE SLOPE STABILITY ANALYSIS ======================================= Information on the critical circle : Fmin = 1.414 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 47.00 [m] Y co-ordinate center point : 15.00 [m] Radius of critical circle : 7.50 [m] The center point of the critical circle is enclosed Total driving moment : 644.17 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 136.30 [kNm/m] Iterated resisting moment : 644.17 [kNm/m] Non-iterated resisting moment : 876.73 [kNm/m] END OF D-Geo Stability OUTPUT =============================